Open Access Open Access  Restricted Access Subscription Access

Influence of Sisal Fiber on Resilient Modulus of Hot Mix Asphalt with Addition of Marble Dust.

AKHIL NAMALA, Penki Ramu, Shiva Shankar Kalyan Shetty

Abstract


A material's resilient modulus is extremely a gauge of its modulus of elasticity (E). While the modulus of springiness is pressure isolated by stress for a step by step associated load, the resilient modulus is stress isolated by strain for immediately applied loads – like those practiced by pavements. This can be resolved in the laboratory by leading test according to system indicated AASHTO T30-99 (2003) and the resilient modulus estimated in the indirect tensile mode as indicated byASTMD 4123. Bituminous concrete comprises of a blend of totals aggregates evaluated from most extreme size, normally under25 mm, through fine filler that is littler than0.075 mm. Adequate bitumen is added to the blend with the goal that the compacted blend is successfully impermeable and will have satisfactory dissipative and elastic properties. Mineral filler characteristics and their effect on the permanent deformation characteristics (rutting) of bituminous mixes vary with the type and amount of filler added to the mix. About 3.8 million tons of sisal fibres are cultivated every year throughout the world. Roughly 3500 metric ton of marble powder produced every day amid the preparing of marble squares. The present paper portrays the outcomes from a progression of resilient modulus tests that were led in a lab situation utilizing a repeated load triaxial test setup. The impacts of optimum marble filler and sisal fibres and different binding and deviatoric stress of levels on the resilient modulus (MR) response of treated modified blend were contemplated. MR estimations of conventional and modified are 2416 and 2777 MPa, which enhancements the improvements with marble filler and sisal fibres .rutting and fatigue resistances investigated with immersion wheel tracking device, indirect tensile strength, and repeated load test. The examination demonstrates that 3.30mm rutting depth and 28.1 msa fatigue life for the modified blend.


Full Text:

PDF

References


Ka Yan Ng, A. C. do Vale, A. C. Gigante & A. L. Faxina. Determination of the Binder Content of Fine Aggregate Matrices Prepared with Modified Binders. American Society of Civil Engineers. 2018. Doi: 10.1061/(ASCE)MT.1943-5533.0002160.

Hassan Suleiman Otuoze, Stephen Pinder Ejeh, Yusuf Dada Amartey, Manasseh Joel. Rheology and Simple Performance Test (SPT) Evaluation of High-Density Polypropylene (HDPP) Waste-Modified Bituminous Mix. Jordan Journal of Civil Engineering. 2018; 12(1).

Robert F. L., P. S. Kandhal, E. R. Brown, D. Y. Lee, & T. W. Kennedy. Hot Mix Asphalt Materials, Mixture Design, and Construction. NAPA Education Foundation, Lanham, Md. 1996: pp. 502–507.

Mamlouk M. S. & R. T. Ramsis. Modulus of Asphalt Mixtures - An Unresolved Dilemma. In Transportation Research Record 1171, TRB, National Research Council, Washington, D.C., 1988: pp. 193–198.

Baladi G. Y. & R. S. Harichandran. Asphalt Mix Design and the Indirect Test: A New Horizon. In Asphalt Concrete Mix Design: Development of More Rational Approaches, ASTM STP 1041 (W. Gartner, Jr., ed.). American Society for Testing and Materials, Philadelphia. 1989: pp. 86–105.

Sandip Karmakar, Debanjan Majhi, Tapas Kumar Roy & Deepak Chanda. Moisture Damage Analysis of Bituminous Mix by Durability Index Utilizing Waste Plastic Cup. American Society of Civil Engineers. 2018. Doi: 10.1061/ (ASCE) MT.1943-5533.0002366.

Monismith C. L. Influence of Shape, Size, and Surface Texture on the Stiffness and Fatigue Response of Asphalt Mixtures. In Special Report: 109, HRB, National Research Council, Washington, D.C. 1970: pp. 4–11.

HuangY.H. Pavement Analysis and Design. Pearson Prentice Hall, New Jersey. 2004.

ChiuC.-T., Lu L.-C. A laboratory study on stone matrix asphalt using ground tire rubber, Constr. Build. Mater. 21(2007): pp. 1027–1033.

AsiI.M. Laboratory comparison study for the use of stone matrix asphalt in hot weather climate, Constr. Build. Mater. 20(2006): pp. 982–989.

Moghadas Nejad F., Aflaki E. & Mohammadi M.A. Fatigue behavior of SMA and HMA mixtures, Constr. Build. Mater. 24(2010): pp. 1158–1165.

MuniandyR., Nor Azurah Binti C. Akhir, S. Hassim & D. Moazami, Laboratory fatigue evaluation of modified and unmodified asphalt binders in stone mastic asphalt mixtures using a newly developed crack meander technique. Int. J.Fatigue. 59 (2014): pp. 1–8.

Behnood, M. Ameri. Experimental investigation of stone matrix asphalt mixtures containing steel slag. Sci. Iranica. 2012; 19(5): pp. 1214–1219.

AhmadiniaE., Zargar M., Karim M.R., Abdelaziz M. & Ahmadinia E. Performance evaluation of utilization of waste polyethylene terephthalate (PET) in stone mastic asphalt, Constr. Build. Mater. 36 (2012): pp. 984–989.

Abiola O.S., Kupolati W.K., Sadiku E.R. & Ndambuki J.M. Utilisation of natural fibre as modifier in bituminous mixes. Construction and Building Materials. 54(2014): pp. 305–312.

Abdelaziz mahrez, Mohamed Rehankarim & Herda Yati Katman. Prospect of Using GLASS Fiber Reinforced Bituminous Mixes. Journal of the Eastern Asia Society for Transportation Studies. 2003; 5.

Freeman R.B., Burati J.L., Amirkhanian S.N. & Bridges W.C. Polyester Fibers in Asphalt Paving Mixtures. Association of Asphalt Paving Technology. 1989: pp. 387–409.

Putman B.J. & Amirkhanian S.N. Utilization of waste fiber in stone matrix asphalt mixtures. Resour. Conserv.Recycl. 42(2004): pp. 265–274.

Muniandy R. & Huat B. Laboratory diameteral fatigue performance of stone matrix asphalt with cellulose oil palm fiber, Am. J. Appl. Sci. 2006; 3(9): pp. 2005–2010.

Rajan Choudhary & Satish Chandra. Granite and Marble Dusts as Filler in Asphalt Concrete.

Mustafa Karasahin Serdal Terzi. Evaluation of marble waste dust in the mixture of asphaltic concrete. Construction and Building Materials. 21(2007): pp. 616–620. www.elsevier.com/locate/conbuildmat.

Huseyin Akbulut, Cahit Gurer, Sedat Cetin & Ayfer Elmacı. Investigation of using granite sludge as filler in bituminous hot mixtures. Construction and Building Materials. 36(2012): pp. 430–436.

Debashish Kar, Mahabir Panda & Jyoti Prakash Giri. Influence of Fly-Ash as Filler in Bituminous Mixes. ARPN Journal of Engineering and Applied Sciences. 2014; 9(6).


Refbacks

  • There are currently no refbacks.